[ 嵌固段基坑内侧土反力验算 t6N*6ld2b
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[ 嵌固段基坑内侧土反力验算 ] Fr?z"
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工况1: Si}HX!s
Ps = 2867.596 ≤ Ep = 3715.873,土反力满足要求。 9$K;Raz%
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工况2: E|"=.
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Ps = 2819.344 ≤ Ep = 3715.873,土反力满足要求。 8U2dcx:G3
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工况3: jLg@FDb~
Ps = 2635.313 > Ep = 2588.073,土反力不满足要求。 {-zMHVw=}
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工况4: 0CvsvUN@
Ps = 2607.766 > Ep = 2588.073,土反力不满足要求。 1pp -=$k
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工况5: `A%^UCd
Ps = 2359.736 > Ep = 1772.520,土反力不满足要求。 =#5D(0Ab
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工况6: )+I.|5g
Ps = 2318.350 > Ep = 1772.520,土反力不满足要求。 nHFrG
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工况7: 7;`o(
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Ps = 1996.093 > Ep = 1106.258,土反力不满足要求。 \79X{mcd
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工况8: G*
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Ps = 1951.083 > Ep = 1106.258,土反力不满足要求